Park West CC(15)-LR 941004REPORT OF IN-PLACE DENSITY TESTS
4747 Irving Boulevard~ Suite 2O6
Dallas, Texas 75247
Client:
Project:
Premiss Properties Limited, Inc.
Wrangler Road Trench Line
Coppell, Texas
Date:
Project No.
Report No.
Client No.
10/04/94
43-1341-94
941441
Laboratory Test Method: ASTM D-698
M/D No.
1
2
3
Material Description
Orange and Tan Shaley Clay
Dark Tan Clay with some Limestone
Dark Brown Clay with some Limestone
Moisture
Optimum Density Requirement
% (PCF) Moisture Density
22.5 98.0 -3/+4 95%
25.0 94.5 -3/+4 95%
23.0 97.5 -3/+4 95%
Field Test Method: ^STM D-2922 ! D-3017
Test No. Test Location
FIELD DENSITY TEST
M/D Moisture
No. %
Dry Density Density
(PCF) %
4
Station 2+50, surface test
3 23.1 95.7 98.1
Station 2+50, 2 ft. below grade
3 20.1 95.3 97.7
Station 2+50, 4 ft. below grade
3 21.8 95.7 98.1
Station 2+50, 6 ft. below grade
3 22.1 94.7 97.1
Station 4+00, surface test
1 19.9 97.6 99.8
Station 4+00, 2 fi. below grade
1 21.3 98.1 100.1
10
Station 4+00, 4 ft. below grade
2 23.1 93.1 98.5
11
Station 4+00, 6 ft. below grade
2 24.6 92.2 97.6
Complies except where noted (*).
Technician: D. Taylor
Time:
HBC ENGINEERING, INC.
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) City of Coppell
(1) Tfi Dal Excavation
E Efigene Harbour
Vice-President
302AK This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.